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Bridge Statistics for Ramsey, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 272ft / 83.5mTotal length
  • $3,998,000Total costs
  • 923,577Total average daily traffic
  • 56,717Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ramsey
  • No street view available for this location

New bridges in Ramsey, NJ - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21910-1919
  • 21930-1939
  • 71950-1959
  • 11970-1979
  • 11980-1989
  • 201990-1999
  • 12000-2009
Reconstructed bridges in Ramsey, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 31980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Ramsey, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.0%Very good
  • 60.0%Good
  • 20.0%Satisfactory
  • 15.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.0%Very good
  • 40.0%Good
  • 50.0%Satisfactory
  • 5.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.0%Very good
  • 20.0%Good
  • 70.0%Satisfactory
  • 5.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 23.1%Very good
  • 30.8%Good
  • 38.5%Satisfactory
  • 7.7%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 20027M,  Location: 400 Ft. West of CR 507 (Lat: 41.047500,  Lng: -74.134069),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 583 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CRYSTAL LAKE SPILLWAY,  Facility Carried by Structure: LAKESIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20033F,  Location: 0.737 EAST OF US 202 (Lat: 41.070739,  Lng: -74.177050),  Route carried "on" structure: County highway 98,  Year Built: 1900,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,490 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,390 (year 2040),  Design Load: H 20,  Features Intersected: DARLINGTON BROOK
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 1.186,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 20033H,  Location: 0.530 Ml N of NJ17 (Lat: 41.088019,  Lng: -74.150419),  Route carried "on" structure: County highway 85,  Year Built: 1977,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 21,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,930 (year 2040),  Design Load: HS 20,  Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.242,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 217157,  Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239,  Lng: -74.136800),  Route carried "on" structure: County highway 507,  Year Built: 1956,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 19,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.247,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Roadway Improvement Cost: $1,800,000,  Total Project Cost: $2,070,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 21815,  Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911,  Lng: -74.142100),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,700 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 17,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $336,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 218153,  Location: 2.2 MI. SO. OF RT. 287 (Lat: 41.075669,  Lng: -74.145331),  Route carried "on" structure: State highway 17,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 40,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,922 (year 2040),  Design Load: HS 20,  Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.882,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $260,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 218154,  Location: 2.2 MILES SOUTH OF I-287 (Lat: 41.075350,  Lng: -74.145619),  Route carried "on" structure: State highway 17,  Year Built: 1932,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 38,650 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,153 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NJ TRANSIT (MAIN LINE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.882,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 218156,  Location: 1.05 Mi. North of CR 507 (Lat: 41.080789,  Lng: -74.150411),  Route carried "on" structure: County highway 85,  Year Built: 1956,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 21,800 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,200 (year 2041),  Design Load: HL 93,  Features Intersected: NJ 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.389,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 70.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 218158,  Location: 1.77 MI SOUTH OF I-287 (Lat: 41.084831,  Lng: -74.151481),  Route carried "on" structure: State highway 17,  Year Built: 1933,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 112,474 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 137,218 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MASONICUS BROOK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 40.040,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 35.0m (114.8ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235159,  Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600,  Lng: -74.185739),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 138 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 169 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-287,  Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23516,  Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081,  Lng: -74.182219),  Route carried "on" structure: County highway S89,  Year Built: 1993,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 5,540 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,550 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235171,  Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900,  Lng: -74.178361),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 32,460 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MARYREST CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.465,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235172,  Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039,  Lng: -74.178639),  Route carried "on" structure: Interstate 287,  Year Built: 1991,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 32,460 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MARYREST CEMETERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.465,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235174,  Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381,  Lng: -74.168481),  Route carried "on" structure: Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 32,462 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,954 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235175,  Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311,  Lng: -74.168861),  Route carried "on" structure: Interstate 287,  Year Built: 1993,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 32,462 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,954 (year 2041),  Design Load: HS 20,  Features Intersected: US 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235178,  Location: 1.62 MI S. OF US 202 (Lat: 41.071500,  Lng: -74.176731),  Route carried "on" structure: Interstate 287,  Year Built: 1992,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 31,066 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,279 (year 2041),  Design Load: HS 20,  Features Intersected: DARLINGTON AVE & BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 235179,  Location: 1.62 MI S. OF US 202 (Lat: 41.070269,  Lng: -74.177239),  Route carried "on" structure: Interstate 287,  Year Built: 1992,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 31,066 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,279 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DARLINGTON AVE,BRK & STM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.690,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 253002,  Location: Ramapo Valley Reservation (Lat: 41.078561,  Lng: -74.189481),  Route carried "on" structure: Other road ,  Year Built: 1910,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4 (year 2020),  Average Future Daily Traffic: 5 (year 2040),  Design Load: H 20,  Features Intersected: RAMAPO RIVER,  Facility Carried by Structure: RAMAPO BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $1,114,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,332,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2M3301,  Location: 0.12 mi E. of Island Rd. (Lat: 41.088411,  Lng: -74.147861),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 541 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2040),  Design Load: HS 20,  Features Intersected: Masonicus Brook,  Facility Carried by Structure: West Airmont Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2M3327,  Location: 0.18 mi E. of Ridge Rd (Lat: 41.070611,  Lng: -74.164061),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 109 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2040),  Design Load: HS 20,  Features Intersected: Darlington Brook,  Facility Carried by Structure: Mark Twain Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020
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Structure Number: 2M333,  Location: 0.1 mi W. of Airmont Ave. (Lat: 41.083550,  Lng: -74.128981),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 109 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2040),  Design Load: HS 20,  Features Intersected: Masonicus Brook,  Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020
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Structure Number: 2M3331,  Location: 0.12 W. of Airmont Road (Lat: 41.085531,  Lng: -74.128300),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 111 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 134 (year 2040),  Design Load: HS 20,  Features Intersected: Masonicus Brook,  Facility Carried by Structure: Masonicus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020
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Structure Number: 2M3335,  Location: 0.34 mi W. US 202 (Lat: 41.085389,  Lng: -74.183900),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 98 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 118 (year 2040),  Features Intersected: Ramapo River,  Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Private,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2P3336,  Location: 0.6 miles west of US 202 (Lat: 41.088631,  Lng: -74.184131),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 109 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2040),  Design Load: HS 20,  Features Intersected: Trib. of Ramapo River,  Facility Carried by Structure: Halifax Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020
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Structure Number: 217157,  Location: 2.5 MI SOUTH OF US 202 (Lat: 41.069239,  Lng: -74.136800),  Route carried "under" structure: State highway 17,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 101,900 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 17,  Facility Carried by Structure: FRANKLIN TPK CR507
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 37.884,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 21815,  Location: 2.1 MILES SOUTH OF US 202 (Lat: 41.072911,  Lng: -74.142100),  Route carried "under" structure: State highway 17,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 101,900 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 17,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 38.576,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 218156,  Location: 1.05 Mi. North of CR 507 (Lat: 41.080789,  Lng: -74.150411),  Route carried "under" structure: State highway 17,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 17,  Facility Carried by Structure: CENTRAL AVE CR 85
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 39.590,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 235159,  Location: 3.7 MI. NORTH OF NJ 208 (Lat: 41.059600,  Lng: -74.185739),  Route carried "under" structure: Interstate 287,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 62,187 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: PARK ENTRANCE ROAD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 102.306,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 23516,  Location: 3.6 M.SO.OF NY/NJ BORDER (Lat: 41.065081,  Lng: -74.182219),  Route carried "under" structure: Interstate 287,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-287,  Facility Carried by Structure: CAMPGAW RD(CR S89)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 102.901,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 235171,  Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.068900,  Lng: -74.178361),  Route carried "under" structure: Other road ,  Year Built: 1991,  Structure Length: 0. m,  Truck Traffic: 3%,  Features Intersected: MARYREST CEMETERY ROAD,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 235172,  Location: 4.5 MI NORTH OF NJ 208 (Lat: 41.069039,  Lng: -74.178639),  Route carried "under" structure: Other road ,  Year Built: 1991,  Structure Length: 0. m,  Truck Traffic: 3%,  Features Intersected: MARYREST CEMETERY RD.,  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 235174,  Location: 0.89 MILE S. OF NJ 17 (Lat: 41.092381,  Lng: -74.168481),  Route carried "under" structure: US 202,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,791 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 202,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 126.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 235175,  Location: 0.89 MI SOUTH OF NJ 17 (Lat: 41.092311,  Lng: -74.168861),  Route carried "under" structure: US 202,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,783 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 202,  Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 126.704,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 235178,  Location: 1.62 MI S. OF US 202 (Lat: 41.071500,  Lng: -74.176731),  Route carried "under" structure: County highway 98,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 992 (year 2021),  Truck Traffic: 4%,  Features Intersected: DARLINGTON AVE & BROOK,  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 235179,  Location: 1.62 MI S. OF US 202 (Lat: 41.070269,  Lng: -74.177239),  Route carried "under" structure: County highway 98,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 992 (year 2021),  Truck Traffic: 4%,  Features Intersected: DARLINGTON AVE,BRK & STM,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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